主次梁高强螺栓连接节点承载力研究

魏文晖; 喻梦; 高湛; 虞薇芳

doi:10.13204/j.gyjz201306027

主次梁高强螺栓连接节点承载力研究

doi: 10.13204/j.gyjz201306027

1.
1. 武汉理工大学道路桥梁与结构工程湖北省重点实验室,武汉430070;
2.
2. 中南电力设计院,武汉430071

基金项目:

国家自然科学基金项目(51178362)

详细信息

作者简介:
第一作者：魏文晖, 男, 1963年出生, 博士, 教授。电子信箱：weiwenhui@whut.edu.cn

中图分类号: TU391;TU312
计量
- 文章访问数: 107
- HTML全文浏览量: 8
- PDF下载量: 50
- 被引次数: 0
出版历程
- 收稿日期: 2013-01-20
- 刊出日期: 2013-06-20

ANALYSIS OF SHEAR CAPACITY OF BEAM-AND-GIRDER BOLT CONNECTIONS

1.
1. Hubei Key Lab.of Road Bridge and Structure Engineering,Wuhan Univ.of Tech,Wuhan 430070,China;
2.
2. Central Southern China Electric Power Design Institute,Wuhan 430071,China

摘要

摘要: 在主次梁连接螺栓设计计算时，附加弯矩的力臂通常取次梁上螺栓群的形心到主梁腹板中心线的水平距离，这种附加弯矩的计算方法与实际受力状态不符。对实际钢结构工程中有代表性的主次梁高强螺栓连接节点进行承载力试验研究，探讨主次梁连接螺栓节点的屈服荷载、极限承载力和极限变形能力。同时，采用有限元软件对多种类型的主次梁高强螺栓连接形式的模型进行考虑接触单元的非线性分析，将试验结果、有限元计算结果与常规分析方法计算结果进行对比，提出主次梁连接螺栓承载力设计计算时更为合理的偏心距取值方法，计算结果与试验和有限元分析结果吻合良好。
- 单调静力试验 /
- 连接节点 /
- 偏心距
Abstract: During the design and calculation of bolt connection of main and secondary girder, the force arm of additional moment usually takes the value which is the distance from the centroid of the bolt group in secondary girder to central line of the main girder web, the calculation method of additional moment caused by the eccentricity is not accurate with the actual stressing state.Monotonic static tests were conducted on the steel beam-and-girder bolt nodes, and yield load, ultimate bearing capacity and ultimate deformability of bolt connection of main and secondary girder were explored.Meanwhile, the finite element software ANSYS was employed to simulate the models of bolt connection of main and secondary girder, and comparison was made between the results of test, finite element calculation and routine analysis method.Finally, a method for the value of eccentricity of bearing capacity calculation of bolts in connection of main and secondary girder was proposed, the result was accord well with the test and finite element analysis ones.
- monotonic static tests /
- main and secondary girder connection /
- eccentricity

HTML全文

参考文献(9)

[2] 李星荣．钢结构连接节点设计手册[M].北京:中国建筑工业出版社,2005:242.

GB 500172003钢结构设计规范[S].

[3] 徐建设,陈以一．普通螺栓和承压型高强螺栓抗剪连接滑移过程[J].同济大学学报,2003,31(5):510－514.

[4] Primo Moe,Darko Beg.Investigation of High Strength Steel?Connections with Several Bolts in Double Shear[J].Journal of?Constructional Steel Research,2011,67(3):333－347.

[5] Ciro Faella,Vincenzo Piluso,Gianvittorio Rizzano.Experimental?Analysis of Bolted Connections: Snug Versus Preloaded Bolts[J].Journal of Structural Engineering,1998,124(7):125－136.

[6] 李启才,顾强,苏明周,等．摩擦型高强螺栓连接性能的试验研究[J].西安科技学院学报,2003,23(3):322－324.

[7] 徐建设,陈以一．普通螺栓和承压型高强螺栓抗剪连接滑移过程[J].同济大学学报,2003,31(5):510－514.

[8] Ana M,Giro Coelho,Bijlaard Frans S K.Experimental?Behaviour of High Strength Steel End-Plate Connections [J].Journal of Constructional Steel Research,2007,63(9):1228－1240.

[9] Tae Soo Kim,Hitoshi Kuwamura,Seung Hun Kim,et al．?Investigation on Ultimate Strength of Thin-Walled Steel Single?Shear Bolted Connections with Two Bolts Using Finite Element?Analysis[J].Thin-Walled Structures,2009,47(11):1191－1202．

施引文献

资源附件(0)

访问统计